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Bridge Statistics for Morristown, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Morristown, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 246 meters (807ft) Total costs: $3,535,000 Total average daily traffic: 580,978 Total average daily truck traffic: 38,118 National Bridge Inventory (NBI) Registered Bridges for Morristown
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 32038360001, Location: W. 1ST N. ST MORRISTOWN (Lat: 36.214100, Lng: -83.293700), Route carried "on" structure: City street 3836, Year Built: 2005, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 12,850 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 20,560 (year 2028), Design Load: HS 20, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32038370001, Location: 1.14 M FROM SR 34 (Lat: 36.221617, Lng: -83.318117), Route carried "on" structure: City street 3837, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,740 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 13,984 (year 2028), Design Load: HS 20, Features Intersected: HAVLEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 32043170011, Location: CITY OF MORRISTOWN (Lat: 36.213417, Lng: -83.293233), Route carried "on" structure: City street 4317, Year Built: 1965, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 6,880 (year 2028), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $3,000, Total Project Cost: $41,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A2510001, Location: 3 MI WEST OF US25 (Lat: 36.243617, Lng: -83.296717), Route carried "on" structure: County highway 251, Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,260 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 2,016 (year 2028), Design Load: H 15, Features Intersected: SPRING BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A2870001, Location: .2MI EAST OF SR32 (Lat: 36.245200, Lng: -83.270467), Route carried "on" structure: County highway 287, Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,220 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,952 (year 2028), Design Load: HS 20, Features Intersected: STUBBLEFIELD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 320A2970001, Location: .3MI EAST OF SR32 (Lat: 36.234467, Lng: -83.260467), Route carried "on" structure: County highway 297, Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 3,010 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 4,816 (year 2028), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 320A3140001, Location: .3MI EAST OF SR32 (Lat: 36.252117, Lng: -83.273367), Route carried "on" structure: City street 314, Year Built: 1940, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 780 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,248 (year 2028), Design Load: HS 20, Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $19,000, Total Project Cost: $274,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A4700001, Location: .1 M S OF SOU RWY (Lat: 36.254167, Lng: -83.200550), Route carried "on" structure: City street 4318, Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,728 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.879, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $6,000, Total Project Cost: $85,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A6840001, Location: IN MORRISTOWN (Lat: 36.215767, Lng: -83.294650), Route carried "on" structure: City street 4299, Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,740 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,984 (year 2028), Design Load: HS 20, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A6970001, Location: .1 MI EAST OF SR52 (Lat: 36.214850, Lng: -83.294233), Route carried "on" structure: City street 697, Year Built: 1968, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 2,190 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,504 (year 2028), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $4,000, Total Project Cost: $49,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A7160001, Location: .5MI EAST OF SR32 (Lat: 36.205750, Lng: -83.289600), Route carried "on" structure: City street 683, Year Built: 1962, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 980 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,568 (year 2028), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $4,000, Total Project Cost: $46,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A7430001, Location: .4MI NORTH OF SR32 (Lat: 36.226483, Lng: -83.295950), Route carried "on" structure: City street 743, Year Built: 1986, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 4,660 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 7,456 (year 2028), Design Load: HS 20, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A7470001, Location: 2MI NORTH OF SR32 (Lat: 36.237750, Lng: -83.297183), Route carried "on" structure: City street 747, Year Built: 1900, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 560 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 896 (year 2028), Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $250,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A7590001, Location: 5MI NORTH OF SR32 (Lat: 36.243350, Lng: -83.295633), Route carried "on" structure: City street 759, Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 900 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2028), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A9450001, Location: 1MI EAST OF SR66 (Lat: 36.208067, Lng: -83.297767), Route carried "on" structure: City street 945, Year Built: 1970, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 270 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 432 (year 2028), Design Load: HS 20, Features Intersected: W FORK OF TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.75m (2.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $12,000, Total Project Cost: $169,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320A9620001, Location: 2MI EAST OF SR66 (Lat: 36.207150, Lng: -83.300017), Route carried "on" structure: City street 962, Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,540 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 2,464 (year 2028), Design Load: HS 20, Features Intersected: W FK TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 320B2100001, Location: IN CITY OF MORRISTOWN (Lat: 36.142833, Lng: -83.282217), Route carried "on" structure: City street 210, Year Built: 2002, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2028), Design Load: HS 20, Features Intersected: SOU RWY& SINKING CR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32FA0620001, Location: IN MORRISTOWN (Lat: 36.204183, Lng: -83.318617), Route carried "on" structure: State highway 34, Year Built: 1970, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 20,560 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 28,768 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.716, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $50,000, Total Project Cost: $748,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32FA0620003, Location: IN MORRISTOWN (Lat: 36.209083, Lng: -83.295350), Route carried "on" structure: US 11, Year Built: 1971, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 20,660 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 37,776 (year 2028), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.098, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $25,000, Total Project Cost: $373,000 ( Estimate for 2008) Find on map >>
Structure Number: 32FA0620005, Location: IN MORRISTOWN (Lat: 36.236517, Lng: -83.235617), Route carried "on" structure: City street 1311, Year Built: 1975, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 16,730 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 26,768 (year 2028), Design Load: HS 20+Mod, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 32M38430001, Location: IN MORRISTOWN CITY LIMITS (Lat: 36.207667, Lng: -83.289283), Route carried "on" structure: City street 3843, Year Built: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,460 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,336 (year 2028), Design Load: HS 20, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 32M38440001, Location: .4 M SW OF MORRISTOWN (Lat: 36.208983, Lng: -83.295500), Route carried "on" structure: City street 3844, Year Built: 1971, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,670 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,872 (year 2028), Design Load: H 15, Features Intersected: WEST FORK TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32S24880005, Location: .1 M S OF SOU. RR (Lat: 36.221217, Lng: -83.296867), Route carried "on" structure: City street 1320, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,820 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 6,112 (year 2028), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.528, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324001, Location: IN CITY OF MORRISTOWN (Lat: 36.196500, Lng: -83.265300), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 27,660 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 47,376 (year 2028), Design Load: HS 20, Features Intersected: NFA 1322 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324002, Location: IN CITY OF MORRISTOWN (Lat: 36.196583, Lng: -83.265483), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 27,660 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 47,376 (year 2028), Design Load: HS 20, Features Intersected: NFA 1322 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.596, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324003, Location: IN CITY OF MORRISTOWN (Lat: 36.226267, Lng: -83.258233), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 22,510 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 36,016 (year 2028), Design Load: H 20, Features Intersected: SR 32 / SR34 & SOU RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.233, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324004, Location: IN CITY OF MORRISTOWN (Lat: 36.226117, Lng: -83.258483), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 17.54m (57.55ft), Average Daily Traffic: 22,510 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 36,016 (year 2028), Design Load: H 20, Features Intersected: SR 32 / 3836 & SOU RWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.217, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 26.0m (85.3ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324005, Location: IN CITY OF MORRISTOWN (Lat: 36.245967, Lng: -83.268967), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20,670 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 32,752 (year 2028), Design Load: H 20, Features Intersected: STUBBLEFIELD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.712, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.83m (2.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2008) Find on map >>
Structure Number: 32SR0324007, Location: IN CITY OF MORRISTOWN (Lat: 36.256667, Lng: -83.281467), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 15,650 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2028), Design Load: HS 20, Features Intersected: SR 343 RL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.321, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324008, Location: IN CITY OF MORRISTOWN (Lat: 36.256500, Lng: -83.281517), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 15,650 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 24,784 (year 2028), Design Load: HS 20, Features Intersected: SR 343 LL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.305, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324009, Location: IN MORRISTOWN (Lat: 36.223333, Lng: -83.257833), Route carried "on" structure: State highway 34, Year Built: 1977, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 20,890 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 31,888 (year 2028), Design Load: HS 20, Features Intersected: SR 32 BP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.864, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32SR0324011, Location: IN CITY OF MORRISTOWN (Lat: 36.190900, Lng: -83.268517), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 27,660 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 44,256 (year 2028), Design Load: HS 20, Features Intersected: SR-32 / SR-160 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0324012, Location: IN CITY OF MORRISTOWN (Lat: 36.191067, Lng: -83.268833), Route carried "on" structure: State highway 32, Year Built: 1975, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 27,660 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 44,256 (year 2028), Design Load: HS 20, Features Intersected: SR 160 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.840, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32SR0340001, Location: 1. M W OF MORRISTOWN (Lat: 36.220933, Lng: -83.279717), Route carried "on" structure: City street 3836, Year Built: 1967, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 14,258 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 22,813 (year 2028), Design Load: HS 20, Features Intersected: STUBBLEFIELD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $251,000 ( Estimate for 2008) Find on map >>
Structure Number: 32SR0340003, Location: 1. M W OF MORRISTOWN (Lat: 36.221800, Lng: -83.278317), Route carried "on" structure: City street 3836, Year Built: 1966, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 11,820 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 18,912 (year 2028), Design Load: HS 20, Features Intersected: LIBERTY ST (FAU 3838) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.78m (22.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $15,000, Total Project Cost: $221,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32SR0340005, Location: 2.2 M NW OF MORRISTOWN (Lat: 36.227333, Lng: -83.258283), Route carried "on" structure: US 11, Year Built: 1967, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 13,030 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 21,936 (year 2028), Design Load: HS 20, Features Intersected: THOMPSON CREEK, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $15,000, Total Project Cost: $218,000 ( Estimate for 2008) Find on map >>
Structure Number: 32SR1600017, Location: S OF US11E AT AIRPORT (Lat: 36.170683, Lng: -83.368467), Route carried "on" structure: State highway 160, Year Built: 1986, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 13,410 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,064 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32SR1600018, Location: S OF US11E AT AIRPORT (Lat: 36.170517, Lng: -83.385250), Route carried "on" structure: State highway 160, Year Built: 1992, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 13,410 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,064 (year 2028), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32043170003, Location: CITY OF MORRISTOWN (Lat: 36.213283, Lng: -83.293867), Route carried "under" structure: City street 4317, Year Built: 1960, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 5%, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 1.368, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Channel Beam, Length of Maximum Span: 11.2m (36.7ft) Find on map >>
Structure Number: 32043170005, Location: CITY OF MORRISTOWN (Lat: 36.213367, Lng: -83.293167), Route carried "under" structure: City street 4317, Year Built: 1960, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 5%, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 4.73m (15.52ft), Kilometerpoint: 1.448, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Channel Beam, Length of Maximum Span: 10.8m (35.4ft) Find on map >>
Structure Number: 32043170009, Location: CITY OF MORRISTOWN (Lat: 36.213833, Lng: -83.292333), Route carried "under" structure: City street 4317, Year Built: 1960, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 5%, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.545, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Channel Beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 320A6830001, Location: CITY OF MORRISTOWN (Lat: 36.213200, Lng: -83.294133), Route carried "under" structure: City street 683, Year Built: 1960, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,100 (year 2008), Truck Traffic: 2%, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 0.44m (1.44ft), Kilometerpoint: 0.029, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Channel Beam, Length of Maximum Span: 8.8m (28.9ft) Find on map >>
Structure Number: 320A6830003, Location: CITY OF MORRISTOWN (Lat: 36.212750, Lng: -83.293817), Route carried "under" structure: City street 683, Year Built: 1960, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,100 (year 2008), Truck Traffic: 5%, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 4.25m (13.94ft), Kilometerpoint: 0.306, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Channel Beam, Length of Maximum Span: 7.5m (24.6ft) Find on map >>
Structure Number: 32SR0320003, Location: NEAR MORRISTOWN TENN. (Lat: 36.213917, Lng: -83.292400), Route carried "under" structure: US 25, Year Built: 1964, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,260 (year 2007), Truck Traffic: 2%, Features Intersected: PEDESTRAIN WALKWAY, Facility Carried by Structure: PEDESTRAIN WALKWAY Minimum Vertical Clearance: 0.43m (1.41ft), Kilometerpoint: 6.502, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 32SR0320005, Location: NEAR MORRISTOWN TENN. (Lat: 36.214083, Lng: -83.292317), Route carried "under" structure: US 25, Year Built: 1964, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,260 (year 2007), Truck Traffic: 2%, Features Intersected: PEDESTRAIN WALKWAY, Facility Carried by Structure: PEDESTRAIN WALKWAY Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 6.518, Lanes under structure: 3, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 32SR0324001, Location: SE MORRISTOWN (Lat: 36.196500, Lng: -83.265300), Route carried "under" structure: City street 1322, Year Built: 1975, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 2,020 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32 (OLD SR 32 BYPASS), Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 5.182, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 32SR0324002, Location: SE. MORRISTOWN (Lat: 36.196583, Lng: -83.265483), Route carried "under" structure: City street 1322, Year Built: 1975, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 2,020 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32 (OLD SR 32 BYPASS), Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 5.198, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 32SR0324003, Location: IN MORRISTOWN (Lat: 36.226267, Lng: -83.258233), Route carried "under" structure: State highway 34, Year Built: 1975, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 13,030 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 17.928, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 32SR0324004, Location: IN MORRISTOWN (Lat: 36.226117, Lng: -83.258483), Route carried "under" structure: State highway 3836, Year Built: 1975, Structure Length: 17.54m (57.55ft), Average Daily Traffic: 14,370 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 6.083, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.0m (85.3ft) Find on map >>
Structure Number: 32SR0324007, Location: NEAR MORRISTOWN TENN. (Lat: 36.256667, Lng: -83.281467), Route carried "under" structure: US 25, Year Built: 1975, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,880 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32 RL, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 12.006, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 32SR0324008, Location: NEAR MORRISTOWN TENN. (Lat: 36.256500, Lng: -83.281517), Route carried "under" structure: US 25, Year Built: 1975, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 10,880 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32 LL, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 1.199, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 32SR0324009, Location: IN MORRISTOWN (Lat: 36.223333, Lng: -83.257833), Route carried "under" structure: State highway 32, Year Built: 1977, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 22,510 (year 2007), Truck Traffic: 2%, Features Intersected: SR 34, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 10.944, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 32SR0324011, Location: NEAR MORRISTOWN TENN. (Lat: 36.190900, Lng: -83.268517), Route carried "under" structure: State highway 160, Year Built: 1975, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 10,170 (year 2007), Truck Traffic: 2%, Features Intersected: SR-32 / SR-160, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 11.684, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 32SR0324012, Location: NEAR MORRISTOWN TENN. (Lat: 36.191067, Lng: -83.268833), Route carried "under" structure: State highway 160, Year Built: 1975, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 15,790 (year 2007), Truck Traffic: 2%, Features Intersected: SR 32, Facility Carried by Structure: FAP 32 Minimum Vertical Clearance: 6.58m (21.59ft), Kilometerpoint: 11.716, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 32SR0340003, Location: IN MORRISTOWN (Lat: 36.221800, Lng: -83.278317), Route carried "under" structure: City street 3838, Year Built: 1967, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 7,450 (year 2007), Truck Traffic: 5%, Features Intersected: FAU 3836 (OLD SR 34), Facility Carried by Structure: FAU 3836 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 4.764, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.0m (65.6ft) Find on map >>
Structure Number: 32SR1600011, Location: MORRISTOWN (Lat: 36.158283, Lng: -83.212383), Route carried "under" structure: State highway 160, Year Built: 1960, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,770 (year 2007), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 730286K Minimum Vertical Clearance: 0.43m (1.41ft), Kilometerpoint: 4.925, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 32SR1600019, Location: .7 M NW OF JCT SR32&SR160 (Lat: 36.193050, Lng: -83.279133), Route carried "under" structure: State highway 343, Year Built: 1992, Structure Length: 9.59m (31.46ft), Average Daily Traffic: 9,110 (year 2007), Truck Traffic: 2%, Features Intersected: SR 160, Facility Carried by Structure: FAP 160 Minimum Vertical Clearance: 7.57m (24.84ft), Kilometerpoint: 3.766, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 32SR160002, Location: .7 M NW OF JCT SR32&SR160 (Lat: 36.192817, Lng: -83.279217), Route carried "under" structure: State highway 343, Year Built: 1992, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 11,680 (year 2007), Truck Traffic: 2%, Features Intersected: SR 160, Facility Carried by Structure: FAP 160 Minimum Vertical Clearance: 6.84m (22.44ft), Kilometerpoint: 3.798, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.7m (94.2ft) Discuss this city on our hugely popular Tennessee forum Back to: Morristown, TN, Tennessee, All US cities.
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